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7966 Broad Pointe Dr
AM 99 • 0--'05-4EHB -HAYDEN ALL WORK SHALL COMPLY WITH PREVAILI CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES- AUG 0 6 2020 REVIEW DATE CITY OF ZEPHYR I _S PLAN EXAMINER 12602 TELECOM nRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . RAM M B��CW. B)�LAL„ IRM I�N (���I,/ •ALL. 1D= AND STATI CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LUM. LUMINOUS ALT. ALTERNATE MFR. MEDICINE NUFIAC URER AMP. AMPERAGE MIN. MINIMUMS BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL DATE DESCRUMON MRS/iI 2-STORY ChR! CONVERSION ARCHITECTURAL SHEET DESCRIPTION DID SET ISSUED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN gq/�p ADDED ELEV,'J' 4 W UUBTW SIDING PER MARK COUES o2WN CID SET RE -ISSUED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • INTERIOR FRiLSH - CLASS H BASIC HIND SPUD - Vult=160 MPH V&W=124 MPH • EXPOSURE - C �I-STORY RMplCE — •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES CLG. CLR. CONC. CPT. C.T. D. DBL. D.G, DID, DId. DIRE, D. DR. D.S. DTL. D.W. EA. ELEV. EQ. EXH. ENT. F.GJFX. P.G. FIN. FIR. FLUOR. FR. DR. PTO. GA. GAR. DISP. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR. DIAMETER P.T.T DIMENSION R. DISPOSAL. BAD. DEEP RA.G. DOOR REP. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SIIWR. FIXED GLASS SUM. FUEL GAS SL. FINISH SL. GL. FLOOR STD. FLUORESCENT SWs FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. NOT TO SCALE ONCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT k REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS @mW FOOTM REY161OW PER M. CouEe o/b/lb I -JOISTS INCORPORATED INTO MASTER PLAN 0646/10 CONSTRUCTION DOCUMENTS RE -ISSUED pg/Cg3 ADDED VALLEY FRAMING DETAIL, UPDATED COLLARD DETAIL 01/!6/19 DETAIL- 'ADDING CAR TO BOND CEAM' ADDED TO 812A A'VbAl PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 �� REvI$ED LINTEL SIZE AT FRONT ENTRY DOOR SQ,F F. CALL. S 0446A9 UPDATED LEDGER COLT SIZE 4 SPACING «,/yg REVISED I -JOIST LAYOUT IST RA LIVING 1,I04 Sd FT. iND FLR LIVRG 1A01 $a FT. TOTAL LIVING 2.605 $0. FT. OT. GARAGE 431 SFT. PORCH ELEVATION W III Iba FT. TOTAL ELEVATION W 3,153 SQ FT. e'AIO' PATIO SO SQ FT. O 121/1% ADDED LED LIGHTS TO KITCHENASATHRO"PER MAW DIES V143/1% ADDED STONE OPTION TO ELEVATIONS W,'H','J' N 1C' �^, LEDGER COLT SPACING REVISED 1045/1% ADDED OPT.64V CEILMG HEWHTB MOM REPLACE USP CONNECTORS UT14 "CON CONNECTORS S3A7 e REVISED DETAIL ON &WET D2 OPT. N-O' CLG. HOT. 04MAIC REVISED STAIR SECTION DETAIL FOR OPT. S'-O' CLG. HAT. Fax: (407) 774-4078 OP. G.F.I. GROUND -FAULT CIRcu1T T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR HEADER W. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD. INC. INTERIOR WDW. W41 W.I. TOP OF S TOP OF SLABT TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG SI.2A—DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAI[ING OR EXPLANATION IN PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.1C-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S4-SECOND FLOOR DECK PLAN BUILDER TO SUBMIT A WRITTEN R.F.t. (REQUEST FOR PG S4.2-SECOND FLOOR DOWEL PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S5-SECOND LIFT BEAM PLAN AND NOTES CLARIFICATION. PG SS -ROOF FRAMING PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SN1-DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYa HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SU LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdoeigngroup.com C AA 8: 0003325 Y is o X SUDDIV. do LOT: ABBOTT PARK LOT #11 BLK. #8 PI:20'T 04161.00t-11081 1t0DInu 4EHB "2605-HAYDEN" GARAGE SWUNICI: RIGHT PAGE: COVER SHEET 160 MPH . C no DP � 6/15/20 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTION AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 8TIE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY $O THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 131 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/:INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6 WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PIAlMBN10 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WAILCOVEPAIISS I. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMIWO 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 11T GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngmup.com L AA #: 0003325 Y o o 3 iL st"m:v ae LoT ABBOTT PARK LOT ##11 BLK. ##8 PROJWCT� 04181.000-11081 MODWIe 4EHB "2605- HAYDEN" GARGGW OWDM: RIGHT PAGW: GENERAL NOTES 160 MPH UP. C PATIO 9 0 RHANG r - - - - - - - - - OF ROOF ABW (2) 3052-6H E�2_8�8 I 27'-4' 12'-4' I I I BEDROOMN `? ® OSI LING -0—' 5' a CLG ROOM S'-0' CLG Q 1'-2' 3'-8' 6'-90 2'-10' 6-10'U 3-8' ' 06 IIII ii A (2) 24*I'S- POST ICRL9-GOM —a— - IS,R D CIV BATHHIl° I 8'-C CLGI urcmVI s!+ m ��X�,jII 11 1 1 1 I A 9 c0 ------_-_-----_--- -0' I •9 2'-10' '-10' 3'-6' 5'-4' 3'-4' 5'-S' 3' � W N. 2866 SC y. M j ? REF STAIR DATA 15 RISER • 752' 20 MIN 3-SH --- C 14 TREADS 10' BOLLARD ---V AS RECS s PER BLOG. 11 CODE III GARAGE o PLEX CIIIV 0 FOYER V-V CIA W-0' CL4 III 61 III 81-0' aA 0 m m A 9 I g�_g• 7._6• 10 'PORCH s ® "a W-0' adz 16'-O' X 1'-0' OJa. v 1 -------------------- ------------ — — a FIRST FLOOR PLAN SCALE: 1/4' . I'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS 15ETUEEN THE GARAGE 4 RESIDENCE SHALL BE ECUIPP'ED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE66 THAN 146'(35mm) THICK, OR 20-MMUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN h'(i2.1mm) GYP'8U1 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM6 BY NOT LESS THAN Mf.'(15.bmm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 MW = BFMM FOR 3 MoXOao 0= 01B amen =a 1lOM+NEDMD son XDTNE FOOTAGE MIN. WINDOW to 5 31/-50 CRITERIA EXTERIOR SWMCs IS 5 36/-41 DR. MIN. CRITERIA SCsD. MIN. 41 5 34/-43 CRITERIA *010 OAD. 1 112 5 310/-34h BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EV.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND IAAD VALUES FROM THE PRODUCT MANUFACTURER. cONIROLDATE0W" SQ.FT. CALL. S DT RR LIVOG 1,104 SOL FT. 2ND FLR UYI G I,901 W. FT. TOTAL LIYM 2*05 SCE. FT. GARAGE 431 Sa FT, PORCH ELEVATION K' III SCL FT. TOTAL ELEVATION %I 3J53 &a FT. D'x10' PATIO S0 SQ FT. MASONRY/FRAME WALL LEGEND S'-0® L UN.O ON PLANS OW, HGT. VARIES S' BLOCK WALL UN.O ON PLANS 11'-4' BRG. INTERIOR LOAD O ON PLANS uNO. 44' IN - LOAD BRG.WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO DE 6'-6' -ALL EXTERIOR DOORS TO BE 6'-0' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN IN LONGWOOD, FL 32750 PH:407-774-e078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003325 Y lat. all � 6 8v8DIV. Ae LIOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODZU 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C JUN DA 8/15/20 DCALE: 1/4"=1'-0" aitEET Al (2) AHU � Teaw*aRA1 6TRMfaK U:n4w-v D SHANK TO EXTEND BEYOND THme" OF SUB -FLOOR SHEATHING i C / I 42' H. V2 WALL W/ Q CAP Q W !/4' x F I' MAX. L Qm NOSING �d 0 J C 1_4 0 DBL. TOP PLATE 9 _ rtm BAR DETAIL A SCALE:IlY"1'-0. // I I —2X4 ATTACHED V Nkl MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 6• OF EACH END. 32' O.C. MAX. SOLID NAILING / ST0R. 3.2x12 eYP sn"cER REIMORCED WQX4 8PF SVCONT. BEAD OF w-R.00R ADHESIVE PL-400 OR SSTILAW • EA HORIZONTAL ON 2 X 4 RE-RVRG iOING •EA2 X 12 eT1104M 6ECUM QWd W-r Or- HALF WALL W/ CAP W.C. 3/4' TOG SUB PLOOR GLAD 4 SCIIEIRD PER FASTENER 6CHEDULE LAUN. NANDR W/ 2X4 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 Me 9sPLOOFUNGJ LL- SYS-TR o R oOR NOTE: PRAMIN3 EST/ tlQM HANDRAIL ENDS SHALL BE STAIRS IWSERS TO COWOW TO POOR 6T14 EDITION (20n) RETURNED TO THE WALL OR BTA.— DATA: MN TREAD-W' MAX RISER-1 a/4' TERMINATE INTO A NEWEL 1; • 1b2' !/16' MAX VAMATM N RIeERS/nmADG ADJACENT TO EACH POST. 6 14 TREj=, OTHER S/6' MAX. VARIATION IN ANY NOSING ItlSERAMAD HANDRAIL CIRCULAR CROSS eECT1O1 DIA TO BE 1 V4' .1/4' 141 OR F4111DVIDE EGWIVALEIT GRA6PA0ILITY WNDERS- MIN. 6' WIDE • NARROW END MIN, IV WIDTH • n• FROM NOTE: NARROS DO 314' MN HANDRAIL HOT. 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'t 2' OR A NONCIRCULAR GROSS SECTION WITH A -UNCLOGIRD ACCROSIBLE SPACE UNDER PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND STARRS &HALL HAVE WALLS, UNDER A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 6TAIR 81AND ANY S SHALL HAVE A MINIMUM RADIUS OF 1/8'. PROTECTEDON THE ENCLOSEDSIDE S W TN V2' GYPSUM BOARDS. FROM 3D2.'I. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY off-V FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 i)STAIR SECTION Et I/2*-V-V' HANDRAIL SECTION C i441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngfoup.com AA N: 0003325 A t y aVHaIV. & LOT ABBOTT PARK LOT #11 BLK. #8 PROJECTT� 04181.000— 1081 UODELc 4EHB "2605- HAYDEN" GARAGE 8VnN0: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. D TZ 6/15/20 SCALE: 1/4"=1'-0" B*Em a' A1A 12'-0' 2'-4' II'-4' 2'.4' 11'-a' W-9' IT-4' 14'-0' T-a' 3052-814 3052-SN l2J 3-QFI 092 N ME N r Xl MEMO long 0 2040-SW .�052- 3082-614 LINE OF IS7 TEMP EGRESS EGRESS FLOOR15ELOW —� --- __---- J 10'-0' 8'-0' 5'-4' 1'-4. T-0' 13'-4' SECOND FLOOR PLAN SOALE, 1/4 • I'-0' 0 ' / 0 o ► , C a, 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774-8078 FAIL: 407-774-0078 www.abdeslgngroup.com L AA #: 0003326 ii •a g O av»a:v ae zoT: ABBOTT PARK LOT #11 BLK. #8 P1tOJECT 04181.00U-11081 Moasrt 4EHB "2605-HAYDEN" cwiswca awsxa: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C DATE: 8/15/20 axaa~r A2 SHINGLE FYF'ON IVX48' DECORATIVE SHUTTER OR EQUIVALENT FYPON 5KT11XI1 OR EQUIVALENT 1-'-4' 2ND FLRA, BRG HGT.— - 4' RAISED BANE) 4' RA16ED BAND(TYR) 6' RA16ED BAND (TYP.) 0'-0' FIN. FLR 11'-4' 2ND FLR4, eF�a. HGT.�--� I I i 1 1 I I I V-4' 3/4' 2ND FLR �, _ 1 FIN. FLR/BfW.. HST. — 7 W-O' CLG. rHGTyb 4B I TYP. 1 I 1 I I I I 0'-0' FIN. FLR, i nn„uu uu„un! � „ rill IIII �III"1111 FRONT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH REAR ELEVATION SCALE. 1/4 . i'-0' TEXTURED FINISH OPT. COACH LIGHT _ oO'-0' FIN. FLR IT'-4' 2ND FLR BRGHCsT. 11 ' 3/4' 2ND FLR ' FIN. FLR/BRS. HGT. _ _ Io 0 0' FV N. L R. AREA OF ATTIC ISM SO, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 1595/30D = 5.28 VENTILATION AREA X SQ. INCHES PER FT. )144) = 760.8 5O, IN. MN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.450, IN. OFF RIDGE VENTILATION AREA = 2255Q IN. PER VENT 3M4 /115 TOTAL N OF VENTS REQUIRED = 3.30783 TOTAL R OFVENTSPPOVIDED = 4 •AREA OF ATTIC ISTHE PERIMTER OF THE HOUSE, LE55 THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO DVERHANGS INCLUDED) U2' TFIICK, 2 COAT CEMENT -� "TER APPLIED DIRECTLY TO MA/ONRY 4'x4' GALV. V-TYPE FLA6HR•IG. SET IN Ri00FMG CEMENT FIEE111161-486 SHINGLES OVER 90 PAPER (OR APPROVED EOUVALI TO MEET ASTM D2264 04KW ON OAD. ONFAT14MG OR U2' COX PLYYIOOD SECURED PER NAILING 2140 FIN. RR (PER ELEVJ�_ LUS-26 2x6 6YP RAFTERS oR-� PRE-ENGD TFILW 2X6 SYP PT LEDGER W V2'x6' THREADED ROD 32' O.C. 4 WITHIN 6' OF EACH END MAX. SET N 61MPSON HWH STRENGTH EXPDXY GU6 ME oar rG I /� CHA/NEL FOR IOFPrc 2)(6 I•ETTO BE 91 sd Nate ER X LUS-26 UV (4)10d'*� TO LEDGER AND (2) IOdY I'-4' TO 2x6 J016T 2._0• 2X6 6TT PT LEDGER uv WNW THREADED ROD 32' OG, 4 S3THIN 6' CF EACH M MAX. SET IN SRIPSON HIGH 6TRINST14 EXPDXT 6' MIN OVERHANG DETAIL A SCALE.1/2.1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM: 407-7748078 FAX: 407-7744018 www.abdosigngroup.com AA F: 0003326 qq iS SUDDIV. a LOT 01*1 ABBOTT PARK LOT #11 BLK. #8 P1�JECT/T 04181.000-11081 moaE1A 4EHB "2605-HAYDEN" GARAGE ewlNO: RIGHT PAGE: FRONT & REAR ELEVATIONS "I" 160 MPH EXP. C I P°i' 'j D 8/15/20 SCALE: 1/4"=1'-0" aFIEET A3K 12 OFF RIDGE T DOU.N 5 fOR FYPCN BKTIIXI1 OR EGUIV'ALENT 11'-4' 2ND FLR. BRG. HGT. - — M-10 12 9'-4 3/4' 2ND FLR �. 4 --------12- FIN. FLR/BRG. HGT. --------------------------------- ------ 8'-0' GLG. HGT ----'----i— ------------------------------------ --- ,_0, 0'-O' FIN. FLR LEFT ELEVATION SCALE: 1/4 I'-0' TEXTURED FINISH OFF RIT 12 9 IT'-4' 2ND FLR 2ND FLR BR:s. HGT. - — - — - ----- --��11'-4' BRG� HGT. -0• It W-4 3/4' 2ND FLR 12 II II -4 3/4' 2ND FLR FIN. FLR ----3 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — Tom-----�i IN.FLR BRG. NGTr, CLG. HGT. ---- s ENTRY --------------------------------- -----�18'-0' II II ----_ --_ --_—_—_—_ ---------_ II FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774 4078 www.abdosigngroup.com L AA B: 0003325 Y ppp ii k O I I LJ 8UINDM 4. LOT ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODELa 4EHB "2605-HAYDEN" GARAGE ElVaNG: RIGHT PAGE: RIGHT & LEFT ELEVATIONS "K" 160 MPH EIR C UN DA 8/15/20 MICALE: 1/4"=1'-0" sIiEET A4 K ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES -e 12GV OUTLET 20 AMP "ROLE POLs ILOV OUTLET IIOV OUTLET N Q QuT OWro aurcNlt GPI IIDV OUTLET � L NTUPRRaaufteilSD RAFeF7RPA IMGISTANT TT(7) 220V OUTLET (4)WIIM COW40OTM UUPP GN 011. WATMW"OM CUTLET GROLI D PALT NTEIESPTE! SWITCH SWITCH 3-"y OPER $4 SUNTCN 4-U1AY OPER I'_0 Sw.L IOMlD LpNT CEILNO LIN4T © LED CLG LOW Lao VAPOR ©v° PROOF LIONT O VP VAPOR FROM LIGHT OIMCOGIC CAN eVOW. PAN ICPMPMGG.FT. �./4W GLIOINT 1 CR1 PaR Gn PT. V FIXTLRM (GPFECY TOO DY PLUO;a 2-0RD NRM ® (REGESSDD) ARIRND PLUOR�IRE Ilk (SURI'ACE T9NTJ ARORD 2' FL UOPubcow 4' FR.DOIMGCW p t-+'--A 7 A 1 4' TRACK LIOIR 0 PANEL sib METIER OS.D. erom DelacTOR ° L ea. WALL U•I'M= 11A1L 1d=: M MTDIa DEnaTORR DIJdS ® D/CO eAReGN vim OfTarm CQ� MANGOES. SMALL M A DISTANCE OF NOT LM TWl4 4' FROM NALL PENDANT LIONT Ll� f NATURAL GAS jY JAM WARM NEATER TO eE•et.avetaG DISCONOCT AIR CONDITIONING DlscaNNECT SEE AW aN F TE.IVRICN JACK CaLNG DOX JO J-110K TO DE DAFOIR'TE3 N ACCORDANCE ICU am PLnataD Ae eICH FOR, ON B S40 DOXREEF PANILONT TMWTORTED INCEILPG ACCORDANCE W DOX PLAID AS SUCN FOR NVWTM AGGII 24• R4cANoe6cw LIONT eTRP nno u• LIW STRIP nnnnonnnn µ, PIG.A LENT STW >zzROOD LIONT KP eecleErY CPT.YPAD IQ • PA NUN.aUT'TON FOR CW"Ss tw eow • LOCATION OF TV JACKS A F'NONE OUTLETS 4 FANG TO DE VERIFIED . NCPEOUPER PM.C, NSTRCTIO4 MEETING. • ALL E 4 20 AMP DRONG( C 1WAM TO Da AMC FAULT PROM= PER ELECTRICAL PROVISIONS OF MIZ eTu ISDITION (eon) 4 Na glen 2ela EDItIOhL • 20 AMP DEDICATeD LAUNDRY CIRCUIT. • am . ISLAND (NOT ON KITCHEN. CIRCUIT) • DISMDl4MOR DISCONECT TO IBC LOCKOUT N PANEL • UAYMMOM EXNNET PAN TO NAVE MN CAPACITY OF SO a" NTE!'IITTINT PU ELECTRICAL FIROVEIONS OF MISIOU FECR Afil DDITIOi r2eMi SECTION • LAU NDRr ROOT RECEPTACLE SMALL U GROUND FAULT Cw4Unr-NTERarTCR PROTECTION FOR PLRSONEL ON PCEDEtm • WRING MTNOD SMALL EE NON 1•ETAI.L.0 CCDLE PER ELECTRICAL PROVISIONS OF MM ATN aD (2en2 • ALL WOW TO COMPLY AM ELECTRICAL PROVEIOG OF TIE PDOE SIN aD [2en1 • 15% OF LQWTIM MAST M ENERGY MW=M NT TYPO P!R OR PATIO F- - - - - - - - - - I A I I ROOOOMG ift ROOM — — I FIRE -WIRED CLG FAN ) I GFI I SWITC - L H M I GADIPET � ���-- i I I OUTLET FOR DW' /TO 2NDFL 12TIWITF)1T 0 CH l t1 �11�IlGl� , ' I I I \ PAN. ♦ A me 101 L -__---- 1 ® GFI a 44' / N-Pa. FOR AFF. GARAGE OP 8/CO / DOOR I I -GFI \ 1 III i REX I \ 1M^( ' KEYLESS r4 FIXTURE PRE -WIRED CLG FAN III / FOYER GFI 11 GARAGE @B / III I DOOR PRE -WIRED CLG PAN BDRM. #2 BATH Y2 /DOLLARD AS REO. PER E5LOG. CODE METER FIELD VERB PREWIRE — — GARAGE GFI IRRIGATION � I I%R OUTLET IS P.B. FOR 48' AFF. I CHI PORCH _ ----------- ------ -------------------� COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a I'-(L' I I I L I -- LED LIGHTING ® SINGLE LAV. MATHM W P Panel MAIN - A PANEL: 8(16wpcRbmWr VOLTAGE: 120/240 V.1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu TFMN a 1-#6 Cu (G) in 1 W' C. OR 3. #ZO AL TFMM 81- #8 Cu (G) in 1 tl7' C. Wlrc Pal. a!dK m W.b GrcPll Grcak Wab d tlon W POW Win H2 1 20 E>,tMarRK I.OFI fer1110 12W i 21 law. 012 2 20 M3AW Pump 1W0 6 8 N40 AKC.U. 40 2 R Spa 7 B PANEL A PANEL: 42 Gt bleaker VOLTAGE: 1201;40 V.1 Ph MAN: 150 Amp M.L.O. FEEDER: 3. 91 Cu hMN 81-#6 Cu (G) in 1 I0 C. OR 3-#2/0 AL THVdN 81-#0 Cu (G) in 1 1/7' C. Wln P.I. Sao d.etl tlon WKK CkmM CI-pt Waft d.pl a.n MP Foh Win 012 1 20 Smau Mnoe 15W 1 2 8W0 Rapp _- 50 2 #5 P12 1 20 Mema.a/NPed GFI IBDD 3 4 02 1 20 Smal Apllnee 1500 5 a 4500 Wet. He.. M 2 010 012 1 20 Re enia 4WD T B 012 1 20 DRN RK MAFCI two R 10 1200 p GFI 20 1 02 012 1 20 BaeI OFIR atlK 12M 11 /2 15W 01.k .har GFI 20 1 H2 014 1 15 F K/Mad AFCI am 13 14 5003 0e•r GFI W 2 010 114 1 15 INn Rm, Lan.I, IUtohw. Din. Us AFCI B00 /5 18 9 17 is 15W W.Ner GFI 20 1 H2 H4 1 15 SDa CIOAFCI am 1s 20 Ia00 Daor KGn 20 1 H2 S a 21 22 12W IE... Lb BR NK AFG 20 1 112 014 1 15 B..own 021 Bad— 02 AFCI 500 23 24 — Su.. AFG 15 1 04 014 1 15 Bedmenl3AFCl m 25 20 am Onnere Bad— AFCI 15 1 014 014 1 15 B.tsaam N/ .9.d.6A4B1 LeR)FCI a00 27 28 IM bltllb>IIW Em21rtM1LNJ L.lat A1C1 20 1 H2 H2 1 20 .iCar (Sa doer ar (81 TWO W 1W0 M wrtrels 20 1 H2 S a 31 32 S 33 u S Ke -...._ E E ee s 3T 3e s /8 2 35 A/CA.N.U. NM 6 "Art 85% 5525 Sa N 40 e 42 Spoa Load sutWt to 4.mane Ikw ulwbilo -I he 17800 27500 Load. tod.nandb-0Iwbtla./Ilne Demand aCOar alcu ons: ABBREVIATIONS: AFG: TE ARC FAULT CIRCUIT KMRRUPR NC: NON-CGNCIDENT LOAD CFI: GROUND FAULTNMRRUPTER TdWIW. tt•a.nmdertw 456W Fbt1W00xan.R100% 10W0 R.mahin van. rt40% 142W TdW AC load N17N LOAD CALCULATION 18 EASED ON ANC NON -COINCIDENT LOAD Taal C—ted Load Wad. 35aD Tool Am . 1.1t./240 Wt.) 14L0 General Lighting S Receptacle Load TOW A/C Swan Fee 2605 G.I.nl Lb 6 RK 3 W I3. FL 7815 NINNata 3 sI65W/Li Net100% 1115 GH. rt 8010 Clddt TdhRlwalO G-nd Lls 6 RK P.W A 11 728 BO10 PROVIDE 30/O OL TAM • PS CU IN 2. 00NOaT OR 3 MAD AL. THW • Pe CU IN7• CONDUIT. (CONOUIT TO T.RMNAM AEON AO1P1T . 01.DeNe.G., 150 AMP ELECTRICAL RISER NOT TO SCALE. COMISO AT1ON SERVICE DISCONNECT &ATCN AND dOORAL NOTE& M ELECTRIC MERR N A ELECTRICAL MATROALS AND INSTALLATIONS MULL Nana M ENCLONM CO'IP1.Y u21N ELECTRICAL PRo.A61" OF THE Pam Mw aOR1014 Mew. LOCAL. CODA. AND ALL LOCAL POWER COMPANY I®OURR'mNTG. D. ALL CONDUCTORS SHALL M TYPE TFFWTNW UNLEN ND1E1O OTWIPWA E. P•OelR t:crR•ANr nRANEnw EIe TRENIGO MR"= warrow NEMOY►T TERMINAL AT LOW NAnp VOLTAGE COlEC 1" P440VOE M AMP. 00/240 VOLT I SCHEDULE e0 PVT' CONCUR OR P7RDVIDE 3 Nl'I (AL) N 2" DIA GCMM" W PVC PLCM OwtA= E PROVIDED DY TIE OMP•AW. CDOCNAR WITH TWO OLECTIIGC PRI OR TO Do. 1 M CU GUNGE 6411gND C40N OCRD TO CONCRETE ENCAND POORR GTGLL MR ELECTRICAL AL PRDNGIONG OF THE P&M MW 6Q1II@Lf20MI &W DIA X e A LOG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-77440TS www.abdoeigngmup.com AA #: 0003325 d dW V C a 3 aUBDIV. Ia LOT ABBOTT PARK LOT #11 BLK. #8 I-ROJECT# 04181.000-11081 MODEL 4EHB "2605— HAYDEN'a GARAGE DWINO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH . C 18 DATA 6/15/20 aCALE: 1/4"—f-0" a*== E1 ELECTRICAL LECsEND SYMOM DEFINITION NOTES —e 126V OUTLET 20 AMP SMILE POLE 110V OUTLET nov OUTLET N OF OUTLET WYMD TO 0aTQ1 �I IIOV CUTLET M' PM UNEMD FA L MER MM RATTER POWTAM TYPE) 220V OUTLET (4)Mt• CON41OTM ooW UMTER•RCQ a nm OROSD FAULT ►aMTsunu SNATCH SU170H a-ILIAY OPER �4 GUATCN 4-U)AY OMPL W�MICAVED CEILMO LIOW © LED CEO LOW ©vi- APOR F—RDOYF LLiMT O Np YAPOe PROM LKMT OQ RECE"= CAN evM(r. FAN 1 C M Fee so FT. YBAT. IMP/ I art FEIe a R. V NNTM fSFRAL TmD or t•mLLm SIeAT ® L ARO110 ( ) 2-104.11 L AWALM (EW! M1TJ }_-� r H.UOIRISCBIT FLUGF`Ro`JT W—a--a--�-• 4' TRACK LMIT O PAML db METER OSD. arum MMWTCR M 1�'I 1 � � a4LL r MKW MqQ OITEOTOR SATs adc5a F 6AI "Ta CTED S/Ci0 ® C OMSO M MALL M A DISTANCE OF NOT LEM TMm 41 FfDANT LOW LTA T NATURAL OM jV TMM%Ce! JACK OUTER FmATER OISCON ICT Ale. TION DISf.ONEONO Ci SM AlY I -a Taxym CN AM a—UNT saA O J•ISON MD N TO M IC11 Mf OMeox WAA& f MAM MUTE CT M UMN FOR CELLN* WX R1OU TO M S -Floor ED N CELL. FAN/LIONT ACC0PC WC'E Of mOK M SUCH FOR nova 24' 11CA DMLL/R LOW eT1aF t2no M• 14C"oE6011a LIONT &TRIP M• MCNOESCIW LWMWM sTRT FLoao LIaNT KP a•T. Maven KeYFAD • FD. FIYN-surm FOR mores on PORT • LOCATION OF TV JACK* A PHONE OUTLETS A PAN* TO mE VERIFIED NO'EOYIER mm-CONSTRUCTION r'SRTM*. • ALL M A 20 AMP mRANON CIMAM TO IM AUC FAULT FROTECTto MR ELECTRICAL FRDVRION& OF P&M ®RION r20M) A NEG 210.D 20Y EDITIQL *TN • 20 AMP DEDICATED LAUNDRY C TAW. • OR • ALAlD (NOT ON KITCHEN CIMMAT) • DISNWA"Pt DISCCNMCT TO M LOCKOUT M PA141 L • BATPPDOM Ei64AU6T FAN TO NAYS MSL CAPACITY Q M CM KrER'IITTM(T FM ELECTRICAL FTSOASIONS OF *RCTION MISOT3 1 Euul LAUNDRY ROOMRECEPTACLE x GROUND FAULT CRWR-N11101M PrER FROIECTM FOR FMes014lL ON i@DER* • UARINS METHOD SHALL mE NON METALLIC CAMLE PER ELECTRICAL PROVRIGU OF R!O! A•TW ED r201'Tl • ALL wow To COMPLY wrr4 ELECTRICAL F ROY01CF4 OF THE Fmde iTu ED (2pT1 • TM C! LImYTMS P1MT SE ENERSY [FFIOIENT TMFYP FlER F1sG MBROT COIYMIVATiON lSIMU2MATILL ENERIY M�IOI®!GY) 2OM_ AU1 EDITION RA041 i � I-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 114' • V-0' LED LIGHTING C� DOUBLE LAV. BATH 3 LED LIGHTING Ca? DOUBLE LAV. OLLNER'S BATH 1441 N. RONALD REAGAN BE LONGWOOD, FL 32750 PH: 407-7746078 FAX, 407-774-4078 www.abdestgngrouP.com L AA N. 0003325 Y V 115 SVHDIV. Ae LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.001-11081 MODEL 4EHB "2605- HAYDEN" GARAGE BVaNG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH XV. C JUN 0 mm DA 6/15/20 SCALE: 1/4"=1'-0" 9HL'ET E2 FIRST FLOOR PLUMBING PLAN SCALE, 1/4 " 1'-0' i i-i ------------------------J SECOND FLOOR 7 1-V1 " LAY PLUMBING PLAN SCALE, 1/4 " P-0' t MAN PLUMBING RISER DIAGRAM M N. RONALD RFAGAN SL LONGWOOD, FL 32780 PH: 407-7746078 FAX- 407-774-4078 www.abdesigngroup.com AA /: 0003325 Y eUDDsv. & ?.OT: ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 moDEL' 4EHB "2605- HAYDEN" GARAGE 8MMO: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C JUN DATE'. 8/15/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL PECHANICAL EQUPM@R eMeLL I E PROvOND WTN PROPIOR CLNARANM MR GORVICbM PER MI11>i, Tamp m'IMTA 9. ALL DUCT SYSIEFI INSTALLED IN NON-taDRICN D AMAS 1JLLL OE CONSTRUCTED OF A VALLE OF NO LESS TNIIN It-i RATM ALL 82" SMALL. SE SEALED MTN GLASS PAS 4 MASTIC. AND INSTALLED AS PER PSG •TH EDITION [20IU MlCWANr-4L SLDNU. CODE SECTION SOS. ! ALL PLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIIt DUCT AS PER NFPA WA 2.3.1 4. PRESN ANR INTAKES IMM.L M SE LOCATED MOSER TW W IO PT. PROM ANY CNI I RY OR VINT OUTLET. OR SANITARY SIM VOW OUTLET S. ALL EXFLYIST AND OUTSIDE All! INLET DUCTS. ALL SE CONSTRUCTED OP BMOOTN GiALV. MIRAL OR OTFIR MATIONALS AS PER PSG •TN EDITION (2011) PECHANIC& CODE SECTION SO! S. 04CL.OSW GLIPPORT PLATPOIr'1S 61IALL SE CONSTiN ACC IN ACCORDANCE TO PSG *TH EDITION (=011) P100MOSCAL CODE OM T. SAT4M800MS CONTANMd SATWfLOO GWOWEm SPAS ADD Gr LAR SATNN6 PIXTIJAEb ON" SE I'MCNAMICALLY V@RED N ACCORDANCE WITH POO STH EDITION (90M) MECHANICAL CODE SECTION 401 S. ALL EXHAUSTED SATIN ROCI IS BNALL NAVE WDER-C IT DOOMS MR MAKE-UP AIR TO 0E RE71/lIED, TO WAIAL AIR EX ISTED. 11. ALL PURE RATED CEILMN AND WALLS NJ" NAVE AN APPROVED FM OR PI110000 IOIM DAMP M LOCATED AT CEILNO OR WALL PENETRATION AND SE SL@VED WITH ACCESS DOOM TO RESET OAWEN! ALL DAMP6M SNALL SE INSTALLED TO Mft IIICOFI BDA170N6 AND PSG •TN EDITION (Un) I MC NANICAL. CODE SECTION Sol. W 001.1.[8 AND DPPJM 8 SMALL SE PRONDED WITH SALANCM DA VIVIIS. S DRYER SOOSTEIt TO SE A KANTS04 OW BOOSTER PAN OR 5dL4L. PANTEW DEP IO DRYER IIOOSTER CAPACITY 80 LI NAR PENT WITH MAX. SIX BLOOM LEGEND ® SUPPLY AM DIPPI M m RE7ISN AIR MN.L am-uALL CR I WAY DmISER SOLD LII- SUPIM.Y TNW SROM LII- INITU N 71ILW 1 SALANGND DAIMM OR OW 0 CEILNS MCNAUST PAN CELM EXHAUST PAN 4 LWW O/A OUTSDE AIR m TF NWVSTAT ED PASS-T41N AIR BIMLL NOTEr ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO GONG W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROIL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB -BXI 1/4' BHT. MTL. SCREWS 7 REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN OONDENSI G UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APRO�D °�PER FBGR 6TN EDITION (201®I1) - MECHANICAL BLDG. CODE NOTE. MAIN COND. DRAIN 3/4' DNA SECTION 3m1Z.4 OVER HEAD • 12- FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK CO. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (T Nial FIN. GRADE OR PAVING 1'-6. SEE SPEC. 1'-8'X8' CONC. It OR EXTENSION TO SOIL OR WASTE A8 REQUIRED vEXT. GROUND CLEAN -OUT (TYPN) ----------- I I I I DT7UTNt• e' FROM LI�IDIG ROQM ABOVE I ii I I ^I3 II 12XI2 II -E -------------- a II 4 I I I I I I I I I KITCHEIL I I I I I I gTOR• I I I I I PAN. = __ 12XD Nm4 II 1 �V 8' S/A FROM � III •11 eX=,,/ III---®c-- �'a� III II FOYER III III ■ -� GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAIL 407-774-4078 wwwAbdosigngroup.com AA #: 0003325 Y Lis STJHDIV. Se IAT ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.00 -11081 MODEIs 4EHB "2605— HAYDEN" OARAOE 871►MWG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C L------------------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-V 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-774-6078 FAX, 407-774-4078 www.abdosigngroup.com L AA R: 000332E Y NJ eunDiv. ae LOT ABBOTT PARK LOT #11 BLK. #S PROJECT* 04181.000-11081 MODEZA 4EHB "2605-HAYDEN" GARAGE OWWO: RIGHT PAGE: SECOND FLOOR MECHANICAL PLA 160 MPH . C DA 8/15/20 NCALE: 1/4"=1'-0" 8*1EET M2 �PE� �-+FL l . 2X4 TOP PLATE PE 7 PRE -FAD TRUSS V2' C.G. DOARD V2' DRYWALL T)r SECURE OT. — PLATE TO SLA5 IU/ 10d MASONRY NAIL • 32' OL. MAX V.-O. FIN. FLR STUDS *24' O'C' SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT', LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TLJAN 7A' nr- TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-V' FIDER31-ASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS06.0 ON J' OAS. SWEAT14MG OR }' CDX PLYWOOD SE0JRED PER FASTENER SCHEDULE s PRE-ENG TRUSS MTL. DRIP EDGE 77 2x FASCIA PER m TYP. ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY A/S' GYPSUM Bc OR 1/2' HKsH STRENGTH CLG BOARD SEE ENERGY CODE FORMS INSULATION Ft -VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' Cm 1/2' GYP. WL. BID. - WOOD BASE — S' DIA SLEEVE, DO NOT CUT REIM PIE ppr4D _ NOT CUT SOLID 45RCI,Pi THE � UV (1)"S BENS (2) COURlE - RU!DARS PIPE THROUGH BOND BEAM SCALE: W4'.I'•D' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.D. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IN pm am LM W. 2 GAS LINE THRU BLACK_ 4CYL :r.r.r FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON }' O.SS. SHEATHMG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENC. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I.-,. TYP. ♦ ♦ ♦ I i�.4AOTiTi�.O�i00�i�.�.'i .�� r~j lea � `-&AN414o Oom r SY KAM By MERE PAaTRNW To "WH TRK1C ERACOQUO av r000uw APrwovA. XSQ 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' 2X4 SPF 24' O.G. MAX SECURE W/ 12112d NAILS • EA. END 2x BLOCKMG BETWEEN TRUSSES FIEIERGLA88 SHINGLES PER STRUCTURAL DETAILS OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 71� RWS.1.1 ON J' OA.6. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER m. FASTENER SCHEDULE --PRE-ENG WD. TOM TYP. MTL. DRIP EDGE PER ELEVATION OH. 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOMR INSULATION R-VALUES PRE-EWA GABI E TRUSS PER ELEVATION WEEP SCREED \ HIGH STRENGTNOCLCs BOARD S P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT El WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. GYP. WL. BD. �Hs'�.. ' CI'AJ WOOD RASE 0'-0' FIN. FLRIL 0'-0' FIN. FLR 0'-0' FIN FLR Ju-0'-0' FIN. FLR ,a W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING rQLYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF (MI -STORY HIP BLOCK WALL (2) LEA ER1UNDeRLAYMeNT SYSTEM (1)1-STORY GABLE BLOCK WALL D1 SCALE. 3/4 .I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-m' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED 51JT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 u SOON ij a Ilk U?VHDIV. Ae LOT ABBOTT PARK LOT #11 BLK. #8 P7ROJECT 04181.001-11081 MODEL: 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH . C FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRCOUCT, INSTALLED PER SECTION Rwb.I.I PER BECTICN RWb.LI ON J' O.S$. SHEATHING ON }' OAM 614EAT14MG OR k COX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. oLnR PRE-ENG WD.TRUSS- 24. O.C. MAX IfELEVATION 24O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE—" BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER—/ ® VEN TED D.H. 5/S' GYPSUM BOARD ELEVATIONS BCFPIT tYP. OR 1/2' HIGH STRENGTH Q-G. BOARD VENTED REFERENCE Ix2 FIRE -STOP SOFFIT STRUCTURAL -4.1 NSUL. REFERENCE I STRUCTURAL ( I w I w I � UNDOW ATTACHMENT AS PER MANUPACTURES SPECIFICATIONS I@ENCE STRUCTURAL 3/4' T 4 G SIIBFLOOR I/2' THICK, 2 COAT W GLUED AND NAILED AS PER NAILING IR' THICK, 2 COAT— PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP L VATION IX2 FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R LEV ON 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER 11MLEVATION IX2 FIRE -STOP IX2 FIRE -STOP—/ R-4.1INSUL. I f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP UNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP 6 w v BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGN STRENGTH CLOL BOARD Ix2 FIRE -STOP A-4.1 MSUL. 3/4' T 4 G SUISFLOOR GLUED AND NAILED AS PER "LNG SCHEDULE R �PWLEVATION R LEv ION b/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD, R-4.I NSUL. Ix2 P.T. FURRING. STRIPS • 24. O.C. e' CMLI 1/2' GYP. ILL. 50. WOOD RASE d • a ' d a 41. 41 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 9/4•.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA 8: 0003325 �f � O � atmD:v A¢ LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.001-11081 MODRU 4EHB "2605- HAYDEN" GARAGE aWING: RIGHT PAGE: DETAILS 160 JRH W. C bw 8/15/20 aCALE: 1/4"=1'-0" axEET D2 rang. 2XI P.T. • CATER Q DOOR HEADER OECIN@D W) (V 1/2' X V J-DOLT W( 4' MM. B9EEDMENT WV 2' X 2' X IW WAMA t NOT CR WV (2) VY X V ANCHOR WXTS W) 2' X 2' X VO' WAGNER t NUT m m OECUFIE 2x4 ON MAT To ELK m W)MASONRY m m NAIL& 2X GGARAdg DOOR 6 K OEOIRE7 W) (0) V2' X V J-DOLT OR ANCWOR goEOLTO, IW 4' MIX VV EDFENT. IW 2' Ell X 2' X W I:A6WR t NUT. (V WTNM O' or ToP. (U WITWM S' CP THE am (1) EVENLY SPACED. Is m m NOTES, ALL ANCHORS SMALL EE M ACCOMANCE TO MAN FACTt/IEIM INSTALLATION MSTRUCTIONO WERE SUGH INSTIRACTIONS AM MOIL STWlNW JT GARAGE DOOR T BUCK ATTACHMENT tr.Ke. N•.1'.• 8' CMU V DRYWALL i'X4' OR I-X2' P.T. NAILER N4 P.T. OR %'X4' MIN. SECURE TI-M FRAME t EXTEND 1-Y4 INTO BLOCK W/ 2)(e' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END t 18' O.C. MAX SPACING 'DOOR CASING 'DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 n WMDON TO B CK +3/4 OR +5/4 " SCALE: N.T.S. 2X4,s SECURE TO BLOCK W/ )' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t IS' Or— MAX SPACING. 2X6:m SECURE TO BLOCK W/2-)' TAPCONB(MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8' CMU 18' O.G. MAX SPACING. Al DRYWALL 2X8.m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2.%.7DTTOARC CASING (MIN. 814AW SIZE .148 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT IV) 4 TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1//2" WD=W TO BLACK " +1-1/2" ALE: KT . 2X4m SECURE TO BLOCK W/'16' TAPCONO (MIN. SHANK SIZE 145 MIN. HEAD SIZE 3CC MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X ID'Or— MAX SPACING. MUST DE ON OUTSIDE t 2>"m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCCNS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE AS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 30C E, CMJ MIN. EMBEDMENT I Y4) •DRYWALL WITHIN V OF EACH END t IS' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XS=w SECURE TO BLOCK W/2-V 36, Obis. X 4' MIN. TAPCOHS DOOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE, 8HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15 Up" C NDOF TO CK 1- ALE, KT . 2X4,s SECURE TO BLOCK W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4*) WTHIN a, OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%, NON-STRUCTURAL TAPCONS TAPCON MIN. 1 14 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y4) 8. U7U WITHIN 8' OF EACH END t K• DRYWALL IB' O.C. MAX SPACIWa. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� SECURE BLOCK W/2-W6' CASING (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAGH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. S' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) BLOCK JAMB}" D W TO E, KT.S. 2X4m SEA�GTO BLOCK IW W (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST DE ON OUTSIDE t 2X6m SECURED THROWN SECURE BLOCK W/2_> 6.NON-8TRUCTURAL ' STO TAPOON MIN. I-Y♦' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END t IV O.C. MAX SPACING. ❑ `X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W4-%- TAPCONB DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV) R DOOJAMB OR WINDOW WITHIN V OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. x>mMn,,4 x1�oeD m nus JM� roexa �.•, DOOR JAMB TO BLACK +3" WINDOW TO BLACK +3' " SCALE: RTA. 2X4m SECURE TO BLOCK V i(e' TAPCONB (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/J-IW NON-STRUCTURAL �(r' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi .145 EMBEDMENT INTO BLOCK MINL HEAD SIZE 300 MIN. EMBEDMENT I Y49tATTACW UWITHIN VOF EACH END YWALL IS' O.C. MAX BPACINCs.OR m I'X2' P.T. NAILER SE SECURE TO BLOCK W/2-TURAL X SECURE TO TAPCd*WMIN. SHANK SI145 MEMBER d WITHIN 8'OF EACH MIN. HEAD SIZE 300 6' TO WO.C. MAX MIN. EMBEDMENT 1 Y4)CASING WITHIN 8' OF EACH END JAMB OR WINDOW IS' O.C. MAX SPACING.H TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +3" F +" WALE, N.T 2X4m SECURE TO BLOCK WN4' TAPCCNB(MIN. SHANK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X URTHIN V OF EACH END t MST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL W6' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cmu MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8. OF EACH END t IS' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4' )6' Obis. X 4' MIN. TAPCONS (MN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW H WITHIN V OF EACEND 4 ATTACH TO 2X PER 18' O.0 MAX SPACING. MANUFACTURES DETAILS. x014 YM M I�0 TO fLa! J+Mf f00 xOI CCOD!♦') DOOR JAMB TO BLACK +3-7/18" G 1NDOB O BLACK 3-7 16" A 2X4m SECURE TO BLOCK WN4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O,C, MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Il(•' TAPCONG TAPCON MIN. I-Y4' (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 812E JIM MIN. EMBEDMENT1Y4) V CMU WITHIN 8' OF EACH END t V DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR 1'XV P.T. NAILER 2XDt SECURE TO BLOCK WA-1/4' ' P.T. X W MIN. TAPOONS CAGING (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1141 DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BUCK +3 3/4" H • TO LJ)CK +3 4" & N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003325 q S � —LL SVIBDIV. de I.OT: ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODEZA 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMM. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL15333.8-R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.2 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/10/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdosigngroup.com L AA M: 0003325 1'Is k 6 o � au»DZV. & MVP ABBOTT PARK LOT #11 BLK. #8 PROJECT# 04181.000-11081 MODZU 4EHB "2605- HAYDEN" GARAGE OWD60: RIGHT PAGE.. PRODUCT APPROVAL LISTING 160 MPH EXP. C AA NO DATM PvxR 6/15/20 aCALE: 1/4"=1'-0" aiEEET D4 OL►QD MLVO.rLA O L--. rr. A S.OPI AM . PT. • 1. CMAM. Pr.0 OLWLD NWIC.R.A zcwAx.R.• FOLD .4. ;; ® L10.D MWO. R.A z CLAM. M. ACLAM.►r.0 A POW PT. C Mm Fr. S TILL rr. C TGum'" NOTMN FLAME E trot r �TToI, KANM .T.. ma cuT. COAT Cel'®dT WAVA V!' 2 COAT (Ms wTAu rearaur M- AT aOTTCM O! I.00► .ALL .IIW.CIILII. ® KICKOUT DETAIL WATmIL "aw GOAL rave m 60-mm CC Mor ar, WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAINE), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WR5 < TAPE OVER ROOr/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L'4-� 27 SELF—ADHESIVE FLA5HING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-847-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com 116 AA M: 0003325 J 1 Y ONE y�7� O SVBDM Ae LOT ABBOTT PARK LOT #11 BLK. #8 PROJMCT# 04181.000-11081 MODEL: 4EHB "2605— HAYDEN" GARADE 9WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0e, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES GB DRYER VENT (BLOCK) 6' BELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER '(QUICK FLASH' A VENT PENETRATION SCALE. N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / "' — 5 R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHINCs APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 15 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, POWIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 4. 0003325 Z� 9 4 a BUDDIV A. LOT ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODEIA 4EHB "2605— HAYDEN" GARAGE BVWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPHAP, C N1 MN-6/15/20 SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) Willi %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003326 s fAB teBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODRIa 4EHB "2605—HAYDEN" GARAGE 8V7NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH XP. C WETOND CCWTMOTION HOOD SHFAT14NG M�ER �arotWE 41MATHER4 "TIVE ,,/�•- \ \\ !(�' X 1 Ya• LAP a1DING / / \ W� WERM w� IA�lVEAL f `\ ! 9E"981aTNE &TARTER &TRIP / \� \\ U ;E PWMTIVE \\ \ K-AGMRG•ApHERM6 \ 6ALVb METAL GAL r R.AGWM an hum61 aft" nenenee / UIY�OXD6RM� F loER \ \ / (SAP WA:AULKM OR AP!'ROWD SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0% MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDIWa PAPER) METAL LATH x—x—x—x STUCCO G 1441 N.RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #-. 0003325 J Y MEN t 4 a BUHDIV. at LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT* 04181.000-11081 MODRU 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH C —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ j V METAL FASCIA \\ WRAP Ya' FROM \ II STUCCO, I' FROM \\ ------------ - ------- - ',a WOOD WALL \ EXTERIOR WALL \ fI (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X& \\ \ \ SUB BAND ONLY ®ELEVATION ®PLAN A l/S' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP DSHEATHING WRB LAYER 01, STUCCO WRAP(FRAME ONLY) — WRB LAYER 42, FORTIFIBER BUILDING PAPER - ---- (FRAME ONLY) 2X6 9V6 BAND ROOFING CEMENT DRIP EDGE © FLAN E3 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, V OFF WALL (NOT INTO STUCCO) �1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED / / FINISH m CMU / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x �.x x x x x x x x x / x SUB BAND DETAIL ® WALL 3• x SUB BAND DETAIL 0 WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t4'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngnwp.com AA N: 0003325 E 9s $ 0 BUBDM Al. LOT ABBOTT PARK LOT #11 BLK. #8 PROJECTIP 04181.000-11081 MODEIs 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C aCA=, 1/4"=1'-0" aIIEET WA6 TE-1 28'-2" 3'-6" B'-0" TOP OF SLAB io 1- w 4" CONC. Ow SLAB 3 11 j- — — — — — — — — — F— — M-18x18 — — — — It — — _4_ � , 1116'-4" Z-8" ii i i 4" PVC l t CHASE q lx ii of co `4 0'-0" m I TOF I l N SLAB I, Op w l n 20'5" 7,_5. LL 9 L� s-- I 6 i ?? O F-2 4 1.1 I W- y UP TO 2ND FLOOR Y N z (FIEL D VERIFY 8 C EXACT x " it N 1.1 5 20 0 ur 1.1 l #3 TRANSFER STEEL m Z( I 24" O.C. MAX UI y Z� I m l 2 0'•0" FIN. ELEV. FIN. CONG. SLAB N l co i aol 1.1 -10" 16'-0' 2'-1 " L — FM-16x18 _ 1 1 In 0 4 4 1 91.8. T, 6" 0 I� FM-16x- — — J LL • L---- FM-12x18__— N Y Y FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, G^ INDICATES #6 BAKENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED X-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6,n EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12x18 12" CONTINUOUS 18" (2)#5's FM-1608 16" CONTINUOUS 161 FM-20x18 20" CONTINUOUS 18" - s +0"-0" FMC-16x18 16" CONTINUOUS 18" - s - VARIES CW-12x12 12" SEE PLAN 12" - s - (+)O".G" CWC-12x12 12" SEE PLAN 12" - s - VARIES F-24x24 24" 24' 12" s s (+ 0"- TE-1 8" SEE PLAN 8" s (-)G^-4^ i44i N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH:407-7745078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 A L Y 8 i b 6 g �o SVHDM Ale LOT: ABBOTT PARK LOT #11 BLK. #8 P1iOJECTO 04181.000-11081 MODEL: 4EHB "2605-HAYDEN" GARAGE BVrD4G: RIGHT PAGE: FOUNDATION PLAN 160 MPH LU. C D TE /2 8/150 SCALE: 1/4"=1'-0" SKEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING y ° Z g STEEL REINFORCING IN GROUTED S` _ STEEL REINFORCING IN GROUTED - ° CELL SEE PLAN FOR SIZE AND Q a.CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS } m SPACING REQUIREMENTS �¢° GARAGE DOOR Q U w � ���• Tom. RECESS � h Q FM g � IL i O 8" CMU WALL 8" CMU WALL . I , . CORNER BARS, SAME SIZE AS BAR I IN FOUNDATION WITH 30" LEG EACH w Lu = 8' M fO — +- 0'-0' ° 0 IN iyl N h 0'-0" TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES DIRECTIONS •- SO THAT THE STEEL REINF, IS CONTINUOUS I _ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH�S/4" SEE SLAB SCHEDULE 48 BAR OIA. CHAMFER (1-STORY) i6" EXT. PORCH SLAB � -VARIES SEE SLAB SCHEDULETOP OF GARAGE I 4" CHAMFER (1STORY) .� � � ¢. I : - CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N '- 7=p, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION -., • JOINT (WHERE # 6" CHAMFER (2-STORY) 4" W71/2"ISOLATION I . -' 6" CHAMFER (2-STORY)JOINT APPLICABLE) i SEE SCHEDULE 30" R#6 (WHERE APPLICABLE) �. "'�WHEN EE SCHEDULE Z 4.FOR TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE 1^ FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 BDALE:34"=''-0" CORNER BARS DETAIL DOOR OPENING SCALE:3/4"=V-0" @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING CL I WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 5 O NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART a g PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE p NOW NAIL 16" O/C STAGGERED. W/FLANGE BASE Q ALL MANF. ADDITIONAL METAL S C I SPECIFICATIONS FOR Sp ¢ USE AND m CONNECTORS NOT REQUIRED WHEN NO 4 = PREPARATION OF In UPLIFT IS PRESENT. CO HOLE. W Z c SEE SLAB SCHEDULE SECURE FLANGE TO � Q SLAB W/(4)1/4" X 2 1/4" i`on TAPCONS Q? TOP OF SLAB �H.IERTORY) 4" 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTEROOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION S (NO UPLIFT) 5 6 SCALE:3/4"=V-0" SCALE:34"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL WI SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO 8E PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W110d MASONRY NAIL SPACING REQUIREMENTS 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT a REOUIRED WHEN NO w rn i B"CMU WALL UPLIFT IS PRESENT. •. POURED LINTEL CONT, (TYP.) O o� zo;, 8" CMU FILLED CELL (TYP.) TOP OF SLAB q - TOP OF SLAB SEE SLAB SCHEDULE 2% WALL FRAMING +- TOP OF SLAB .q • 5. 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXi. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) Z W > q m O 4 q W/1/2" ISOLATION 6"CHAMFER (2-STORY) . U . 16" O.C. VERTICALLY MAX JOINT (WHERE 4 APPLICABLE) i ATCH STEEL M#71 SEE SCHEDULE 6"PVC CHASE REINFORCEMENT PER SCHEDULE8"PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 9 BLOCK WALL CONNECTION THRU FOOTING SCALE:34'=V-0" (NO UPLIFT) 12 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-774-4078 Wwwsbdesigngroup.com L AA #: 0003326 Y g b O a aysDm ae LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.000-11081 MODExe 4EHB "2605— HAYDEN" GARAGE 91111M : RIGHT PAGE: DETAILS 160 IRH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com L AA #: 0003325 V 14 NJ -LLL eUBDM ee L01! ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.000-1 081 MODZIU 4EHB "2605-HAYDEN" GARAGE BVFING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN %160 MPH EXP. C • .11'7• < •k DA 8/15/20 BCA X: 1/4"=1'-0" B*M= s1.2 TIE VERTICAL REBAR TO HORIZONT BAAL RER WI 10" HOOK GROUTED BOND BEAM VARIES PER ELE Z ° <I as 5 Q CLEAN OUT REQUIRED FOR INSPECTION `i I I 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK SIZE Z W 0 M U> #3 #4 #5 0. #A HORIZONTALNERTICAL 1 REINFORCING SCALE: 3l4"=1'-0" oW NEW REINF. BAR K U SECURED Wl2-PART a I EPDXY, MIN, EMBED g 8", LNG = Q FOLLOW ALL MANF. to 0 I SPECIFICATIONS FOR _ W USE AND Q PREPARATION OF Z HOLE. w� a.Q� STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-W TIE VERTICAL REBAR TO HORIZATIONAL REBAR WI 10"HOOK GROUTED BOND BEAM � a Im_- '-- .• .ow=��mmlm_■ "=�ll •• . OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24" HORIZONTALNERTICAL #5 3o° NFORCING #B 3s" 0--own-1 #7 42"4"=1'-0" VARIES PER ELEV. #5 BARS ■ m. 0 to 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES Al MASONRY SYMBOLS 3 SCALE: 314"=l'-U' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroup.com AA M: 0003325 rY C SVSDIV. Ig LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT# 04181.000-11081 MoDmu 4EHB "2605— HAYDEN" GARAGE BVrMO: RIGHT PAGE: DETAILS 160 MPH C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEWFUPTM REMARK iQ (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM; B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PSI) �xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x16 (1)#5 (7)45 WA GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `je 4-S"n SAFE LOAD - POUNDS PER LINEAR FOOT GUNK 4-- SAFPLFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH swal W1248 lslea lsMa ePMa erMa aim TYPE LENGTH SUS SFB RCAIU TYPE LENGTH wblT enar ONO-17 a15a7 M1MT villia NM -TT ela53T M3M7 ra4.v INWIT Iawn rM-lT w093'T SUB ere•Is lst2•0 V16ls ls25m NMI-IB erata WA40 8'4• (42•) PRECAST 2291 30f n am up e0 Meet 3'd ('�! T 102E 1024 1598 r4• (:i) PRECAST 10 3lse M34 pet MO 0132 70M 703eM 75A M/4 tls14 190 Ills = aw 4314 eMa OHM 7w 4'-0' (4e') PRECAST 1955 Mn0 40 lsN 7w 1M7 4-0' Ns'1 PRECAST 755 71T3 1809 Y� He") PRECAST toe 006 e0ls 3M6 46A else eon lam3 75a els4 taw 110 IM3 >w 30ls aels bm0 aim am VO (54') PRECAST an not i m 4ae ebls eeM 4W (547) PRECAST 592 501 1073 V-S' (5e') PRECAST 12OF am 2w 33m 40o nt1 M9 21N3 7m7 em ls—w llsm lw Mls STOW UN 403 4711 mM Bi' (549 PRECAST 1217 13m0 Mls 31M eels 43ls Bi• 1e49 PRECAST Nt 411 745 B-4' (54.) PRECAST lore ,n 22m Mo 33ls 31N 46M I0M w7 1m Tole Inn Mm Mo aaM lot 4eM s-1o• (70') PRECAST 1082 1 lawn Mls DOOe 34M s-1P (70� PRECAST 340 899 S1S s•10• (70') PRECAST 0 I Mls 3107 80 Nm 3 pls 7,m Nm e3m ols tm7 mls mls 3fa7 3m pm V-r (Te') PRECAST we 77 aao 3w ow saw am a4• (M PRECAST 507 721 400 a4' (7n PRECAST els sw 77 ails ew Yee ME w ,4ls lsm am 2m0 all own 7,4• (90") PRECAST 743 21 Mls 20 MM 31a mm T4' Pn PRECAST 424 534 303 T4' (9a) PRECAST TV MM MV 3Ml M Mil 3111 ls11 els7 m72 7s7 1w 10 MM 2w Ms7 mM Ci• (1121 PRECAST 564 m M 1eM 2M4 340 we 33m 94" (112') PRECAST 328 512 23D #i• (11r) PRECAST w 7 11 11 u 21m Mls ls 1m3 2164 34M / OM w em late rep iee ew Mls 1a4• (12n PRECAST 475 lw Mls 2777 2,m aoe ta4• (125� PRECAST 254 401 1B0 1a4' (125') PRECAST mo ae els 11N , Mt, m 16M 3w ml 47m Mo as 1110 1472 Ilm mm 2w (185� PRECAST 352 m /3lsIsm 24n 31a 4000 f1i• (165') PRECAST 250 462 154 11'i' (19#') PRECAST 4N w els lop 1!7 151 /753114• t3M lele 8a3 312/ 4001 bls 007 1372 rem w6w Mm 1T-0' (1M� PRECAST aa7 6ls en Iw tw 2103 31M 3eM lr4' (144") PRECAST 244 402 137 1r4' (144') PRECAST 4m M '744 0 1 1 tam 540 6M 1214 tee4 nls MM om bo mo ow-l0 Mm tri• (160� PRECAST 295 bn 7M Mm 14M Ime n" Mm 1ri• (180� PRECAST 217 824 110 1ri• (180') PRECAST 4M M ear 7m w , ,m 4n M tom 140 10 Mls Mls 4M 400 7ls 1150 u teals 14'4' (18n PRECAST 279 4M M /0 ISM ,eel 21sr Mo 14'4• (1581 PRECAST 205 203 100 1#0 (1e5•) PRECAST w 0 0 TM M. lsM 442 WO I0 ISM Ills 21Y/ Mls 4M 426 n7 ION.1 1 tom 14'4• (178') PRESTRESSED N.R. fR la NR NR M NA M 14'4' (175� PRESTRESSED N.R. 284 91 14'4' (175� Fhi Me MI w 3ls 0 6ls e72 0 0 t OM u 11n ,w 7m ls70 lsm MIe M77 2n3 16'i• (164� PRESTRESSED NR tat M list list IR M M 1Bi• (184.) PRE91RE mu NR 259 83 Irw (154.) PIIESTFuBED w N3 so4ls 411 m eM 7m M7 ,e14 412 7M 1Mo 17M MM 20 Mt3 1Ti' (7 P NR IIl list Mt Nit m1 lit Ia 1Ti• (205� PAD NR 194 M 1Ti' (205') PR657RF488FD ils 3ls 3ls 4ls els w 7p 0 7M tsn 93 u7a 300 w els t3M Fels teo w7 1Ci' (232") PRE51RE88ED N.R NR to NR NR M la Nil 1Vi• (M PRESTRESSED N.R 149 62 Ills' (232•) PRESTRESSED 0 'M 20 0 3M 4ls 447 eM 6a lst ea 747 test = 4M ,m 1w I= ills Ills 21'i• (25� PRESTRESSED N.R. Nit tit NR NR NR NR NR i' W PREST N.R 125 42 21'i• (25B') PRESTRESSED in ill w 30i e7a 3ls m 4ls 721 0 els w tom tls als 0 ep tau t0 fbls 2r-0' (284•) PIrES1PE88ES N.R lst la M to NR M 2r4• (254) PRESTRESSED N.R 118 40 2rd 0041 P lm w ta7 m 7M 0 0 513 bls 0 els 0 eM M IN 39 0 w f0A ,7m 13ls 2C4' Mn PRESTRESSED N.R. M ESA Ia N. w la y4,4. Mr FRUIT NR 91 33 24'4T ( P lM w IM 7ls w 3M aba 40 to as, 4ls M7 em M 1M Mo p0 w w tls2 12M (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM BADE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE e16TAUM PER MANUFACTURES SPECIFICATIONS • PROVIDE MSaAUM C OF BEARNG PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 180126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngroup.com L AA #: 0003325 W y 75 0 aVBDIV. & L407 ABBOTT PARK LOT #11 BLK. #8 PROJECT++� 04181.000-11061 MODE1. 4EHB "2605- HAYDEN" GARAGE S111►WO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 WPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK -- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER &RKEI!NLFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM /—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" F� F = FILLED WI GROUT U = UNFILLED OMINAL IIDTH �16-1/1 I�/1/ TC NOMINAL 0 r � HEIGHT # OF #5'S, TOP / IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW —T PRE -CASTS 3164" WINDOW Z ..� SILL g a SLOPE NOTES TO THE INSPECTOR/CONTRACTOR i. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW i1 SILL CONSTRUCTION Y SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 8x8 PRE -CAST CONCRETE — LINTEL WI (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPENING-2" OR 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS BOND BEAM 1#5 TYR B"X16" BOND BEAM 9 1#5 8x16 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF BOND BEAM TOP OF OPENING SEE NOTE 5 MASONRY BEAM DESIGNATION 2 SCALE: T#0D08EL91011 FASTEM8PACNB d. =2" MIN, 2 }' MAX 0. = 2 }' MIN, 9" MAX &=1j"MIN, 2j"MAX ea = }" MIN, 2 j' MAX d. =?" MIN, 2 }" MAX 0. = 2 }' MIN. 9" MAX &=1 j"MIN, 2 j" MAX ea = }' MIN, 2 j° MAX s. = 2 }" MIN, 9" MAX m2d a=1 }'MIN, 2j°MAX MIN, 2 j" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d.= END DISTANCE a= SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS 0. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT v SCALE: N.T.S. 1441 N, RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 Y r tt W Q O a aysaly ac LOT ABBOTT PARK LOT #11 BLK. #8 P1toj=T 04 81. 00-11081 IaolDZU 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1l2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IDd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X"x5 y") SYP. HTT4 W/5/8" CIA x 6" 553.tA PT., WOOD POST EXP. BOLT r---------1 FIRE L— — — — — — — -- 3/4 FLOOR ^� RUSS 2X4 NAILER FOR DRAFT PRE•ENG. STOP FLR.T ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOOD 4i DRAFTSTOP �) PRE-ENG. FLR. JOISTS—Ijj�\� ii TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON TITEN HO / BOB SCRI PI FIRST FLOOR FRAMING PLAN SCALE: 1l4" = l'-0" IJOIST 1 N. RONALD REAGAN SI LONGWOOD, FL 32780 PH:407.7746078 FAX: 407-774-4078 www.ebdoeigngroup.eom AA A: 0003325 q R SLJBDIV. de EAT ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.00 -11081 MODEU 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C -(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 1 Od x 1 4" NAILS TO TRUSS J2) SIMPSON HETAt6 TRUSS ANCHOR WITH (12) 16d x i J" NAILS TO TRUSS DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 I NAILS TO GIRDER 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d JLV. COMMON NAILS. ? SECURED W/ 1Od ILV. COMMON NAILS ' O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" OK: TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la 1 b 1 c TYPICAL TRUSS/ SS - GIRDER CONNECTOR(S) 8B>ES BAp03t&M THC OM 4600 314' WOOD PANELS 6000 (2)1/2' WOOD PANELS 60 (2)1/2"WOOD PANELS 90 2x LUMBER a 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 1/2"GYP. WL. SO, I -JOIST CONNECTION @ L.B.W. 4 SCALE:3/4"=1'-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE -6/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >518" 01 OLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0' MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O1C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 4" x 5" TITEN HD TO CMU AND (12) SOS 4" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS 4" x lx2, 2x WOOD FASCIA 3" TO GIRDER URA SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEOOWNS WITH 2x SECURED W/ GALV. COMMON NAILS. (2) }" x 5"f ITEN HD TO CMU AND (18) SOS 4" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O1C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MfN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S S 2c TYPICAL ROOF - GIRDER CONNECTOR(S) 88iEB B CMIRM TH KNEBS 4500 3/4°WOOD PANELS 8000 (2) i/2" WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. a EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4. 4. LVLIWOOD POST CONNECTIONS 5 SCALE: 3l4"=1'-0" A-SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (14)1Dd GALV. COMMON NAILS TO HEADER AND (2) 1Ddxl-i/2" GALV. NAILS TO JOIST FL#17241 C - SIMP$ON MIU3.56/16 G < 29W LBS, U < 210 LBS W/ (4) 3/4"" WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 D _SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV, COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 6'-0" MAX (WIIX4) ,2R 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 IW TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 1 Od TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —/ --END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" B" MAX. 24' MAX. w/ 1-JOIST W END SPACING END w/I-JOIST TYP TYP ACIN SEEF MOVG PLAN END OF MAX MAX MAX LEDGER BD. 1/2' D(P. (2) 2x8 SYP P.T. W FROMDGE (2) 2X12 SYP P.T. 3/4' EXP, BOLT/J4WLT W/ 2* LEEDGERBOARD L ERBOARDTO BOLT/JLBOLT W/2' WASHER & 51/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER & 5 W' MIN. EMBED. (TYP) WITH IJOIST BOLT S/J-BOLTSARE PLACED MIN. EMBED. (fYP) INTO GROUTED CELLS, S" ALL AROUND BOLT, FRONT 2, SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-W Z m kj�f El 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 aD 4. EXP. BOLTS/J43CLTS SHOULD (2) PT NOT BE ANY CLOSER THAN S' s Z 2 5.O 5. ONLY LEDGER IN DIRECT � (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE E108PACINO CBARALBPACBIO A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'4Y (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0- TO 30'-0" (1)'W BRACE SEAMS) 30-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BLK WI 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFF8ACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) iOd's @ EACH TRUSS TO BE INSTALLED 10'-G"O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS 6DALE:34"=''-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES, 11 ALTERNATE MATERIALS _ SCALE: 3/4"=1'-0" L441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngtoup.com L AA N: 0003325 J g o a aVHa2V. Ae LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.0M-11081 UODZIA 4EHB "2605— HAYDEN" GARAGE 81fMC: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C SIMPSON H6 W/ (8) Bd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING lop. - EACH END IJOIST ___j LVLJ PLATE STRAPS W/ tOd x i 1/2" HOG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3l4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 'I W/ 1". DIA. ANCHOR BOLT W/ 2" a WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. - EMBED. AT 32" OC MAX. SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED Q 10'4- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 8"CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ — MASONRY NAILS a 12" O.C. 1X2 FIRE-STOP— STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" #8 WOOD SCREWS "; x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN I N SCREW PATTERN I I,JOIST (SEE FRAMING PLAN) DSL2.Xl2SYP#2LEDGER.SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 314"=1'-0" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 1PY'x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 6 16" OC MAX. S(�TR9a gb USS CONNECTION L.B.W. SCALE: 314"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN 1 DBL. 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN PER ELEVATION 3 TE O !�SCREW PATTERN 1 1 —1-JOIST(SEE 2x4 P.T. CEILING 24" FRAMING PLAN) NAILER W/ MASONRY NAILS 0 12" O.C. 1 X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 314"=1'-0" ROOFTRUSS 4x4/4x6 SYP NO.2 WOOD POST TO SLAB SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE:34"=r-0" TRU88 TO Poar CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1ANT'SOS, (1) 5/8'" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ SB DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" AB, WITH MIN. T' EMBEDMENT TO SLAB 6 (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH:407-774$078 FAX: 407-774-4078 www.abdesigngroup.com AA Y: 0003325 J a g d I I LJ ;IIE aUDDIV. Se r oT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.000-11081 MODELt 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C aCA=- 1/4"=1'-0" a*IEET s3.1B PRE-ENGINEERED VALLEY TRUSS CC 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 d g M rr SuBDLv. Se L/0T: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.000-11081 MODEL: 4EHB "2605- HAYDEN" GARAGE STIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C Nl l 8 �-M NO 9372V J mm DF-PRINTA 8/15/20 wl SCALE: 1/4"=1'-0" SiIEET S3.1C SECOND FLOOR DECK PLAN SCALE: 114" = V-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroupoom AA#:0003325 Y 4 a NJ MtMD:v ac LO�r ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.00 -11081 MODEia 4EHB "2605— HAYDEN" GARAGE SWMO: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C UN DAT . 6/15/20 BCA=: 1/4"=1'-0" MEMET S4 d N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407.77"078 FAX 407-7744078 www.abd"gngroup.00m AA 8: 0003325 Y Y t IN O ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.000-11081 MODELa 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1l4" = V-0" 1, FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIRIP170N REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / TC.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8xl6 (1)#5 (1)#5 1 N/A GROUTED SOLID B132 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MNI SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °p0 9d (43') PRECAST 2231 4'd (4S') PRECAST leas 4'4r (54'7 PRECAST 1S66 94' (84') PRECAST 1217 9-IW (70') PRECAST 1082 94r (7M) PRECAST ow TO W0 PRECAST 743 W-C (112'7 PRECAST 554 1W4V (129n PRECAST 475 114• (13n PRECAST 382 72'0 (144') PRECAST 337 19-' (16W) PRECAST 2e6 W0 (16n PRECAST 279 iW-r (176') PRE N.R. 194- (184-) PRESIIRESM NA lr4' Win PR6810 N.R. 1W-4' Mn PRESTRISM N.R. 2114 mn PRESI D N.R. 2rO (254) PRESTRESSED NA 24'0 PIi�Tii�BED oamz�000v 0��0" KEN 000doOoo� ODmOm�m saa�a�oa�ovl m�". �Q a�moo■�aov', ���0000 0momoov mmovo�c ��000mo mm�nlooc�!c�+ Om00�00 ma�m000v oom0a��v "Om00m0 oc�m©moo ®s�mommo ©MMmOm00 000szAmoo ""m 0�0 D"OmOm® 0�000�0 a�a�aa�000p "mmmm ooa�ooa�o 0�00m�� 000000a� ooa�aooa�s� 0m�0"0m o©oaoaoa NZE ( N.R. In I f0 1 41# 1 m I IN I 10G7 I I= (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM WJ:E LOAD TABLES' BY CASTCRETE MAY 2MS EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6W4-6MN 1 SAFE LOAD - POUNDS PER LINEAR FOOT 94r (4:n PRECAST I= 1 1024 I= 9d (M PRECAST C-T (4n PRECAST 766 1 763 13M 4'd (4" PRECAST 4'r (64-) PRECAST 502 Set 1073 4'-s' (IM-) PRECAST 9.4- (84') PRECAST 411 411 745 FW (SY) PRECAST SAW (TO-) PRECAST 340 339 618 9-IW (M PRECAST 94I- ('M') PRECAST W7 721 490 9d (M-) PRECAST rd M PRECAST 424 534 363 rd Mn PRECAST W-C 01P) PRECAST 320 512 230 Wl- (112') PRECAST tad (126) PRECAST 264 401 180 IWd (726) PRECAST 114- (136) PRECAST 260 482 164 IT-C (139) PRECAST 174r (I"') PRECAST 244 402 137 17d (144') PRECAST IT4' (16n PRECAST 217 324 110 191- (t5WI PRECAST W-W (Ifln PRECAST 206 203 100 14'4r (ISSN PRECAST IW4r (ITS) PREITRESM N.R. 264 91 U'd (17V) PR�IRE88® 194- (Is4-) PfMrREMED NA 269 83 1" (184) PREBTRMW lri' On PRESHRIMM N.R. 104 64 1r-r Off) PRESTRESSED 1W4- Mn PRESIRESM N.R. 146 52 IF4. mn PRESTRESSED 214- On PRESTRINIM NA 125 42 214- On PRESTRESS® 2r-W (XV) PREBMMM N.R. 116 40 2?d (2941 pR�11iFA8f9 24'd Mn PRESTRESSED N.R. 61 33 1 W-V Mn PR�TRE88FD (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATK)N-CASTE-CRETE DIVISION ACCEPTANCE #:16-0126.03 I 1 -------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngmup.00m AA #: 0003325B d $ m O yO� i aveaiv ae LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.001-11081 MODEL4 4EHB "2605-HAYDEN" GARAGE BTrMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @j 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 812E 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Ys"x5)i") SYR HTT4 WISH" DIA x 5" 553.1A PT., WOOD POST EXP.BOLT c� ci 1 A i i i ROOF FRAMING PLAN SCALE: 1/4" = V-0" IS N. RONALD RE44AN Bl LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m AA N: 0003325 Y I I LJ atnm m ae LOT ABBOTT PARK LOT #11 BLK. #8 PROJECT 04181.00 —11081 MODEZA 4EHB "2605- HAYDEN" GARAGE 8VnNG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C r 40 r n It �I, ROOF WWD DESIGN PRESSURES NET (GROSS) _E 710 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS G 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2 112" 0.120" 170,000 (118-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 IIZ' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTSMORSHEATHING USE 1/2" CDX OR 711 F' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS I@ 4" O.C. TOP & BOTTOM EDGES J z9 � LL Z iq U N _J K j O . Y Q N O . c TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS O(TIIF CLJFATNIN('� 1' --__W111111111 ■mmmMLmmmmmm11 EE li -_- -, `' ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6" O.C. IN FIELD rn w C7 UU w w U U H- U 8d RING SHANK GUN NAILS a 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK O i O PNEUMATIC SCREW -NAILS Q 12" 0.8wjN W a id FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6I1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 830-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 64A. CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEIINDERALL SLABSON-GROUNDNTERE INDICATED ON ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SMALLBERATEUM ET1 RETENTIONTREATMENT: FORM WORK CORROBOR TED FOR STRUCTURAL USE THAT SHALLE REAATED FOR ANY FORM-WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. Stb EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4X)WN3. WELDED WIRE MESH, SHALL BE ASTM A785, GRADE BS AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' E THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O NOT DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR DO SCALED REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 40 INBARS, A D SHALL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DEFORMED GRADE 801N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAVTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 W TOP CHORD HwlHmnar rd REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: n4 BAR - 25' 88 BAR - 36" WOOD TRUSSES. 10 pd BTM CHORD-r101FconcurtBM 06 BAR - 30' R7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, 15 W TOP CHORD 20 pof TOP CHORD (7 pot wl ASPHALT SHINGLES) (10 PEI w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 p9f BTM CHORD 5 Psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1OW MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 W WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =17) MPH SUSECONDC,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (FBC EXPOSURE C, RISK CATEGORY ILA (NI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL H BIT ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT BALCONIES (EXTERIOR) STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p GUARDS AND HANDRAILS: GUARD NTS: PASSENGER COMPONENTS: 5OO WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE, OFILL VEHICLE GARAGES: SOp9/, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30peT, STAIRS: N SLEEPING : PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SRALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE iW0-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE ftn - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM W8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING TYPE "M' OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM OA557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE[ SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3fi F = 36 It I FOR ANGLES PLATES AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM A 500 C-A- R 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T I/ -PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 14 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 00 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A HATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSY. B. FOR CONCRETE EXPOSED TO EARTH ANDIDRWEATHER 1-12' FOR AAND SMALLER 7 FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS , y- S Fy = 46 kst. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 k91. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-0OLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION SQE TYPE SPACNlG REMAR6 APPLIGTpN SIZE TYPE WACWG REMARKS I-FURRWGTO MA9IXMY ICONC. CASE HARDENEp Wx NML11?LONG. S. GMAGE DOOR SUCK TOMASONwY c. 1i4-Gw. NO WASHER TAPCON MASONRY FASTENER S-OC 1 EM ,lENDDST., I-EDGEDST, EGG, AL EXT. OOORR CAGE I-DENEO WIL Y'Ott: WINDDYIAxXXL FASTENED GARAGE ODOR BUCK 12'ON.Wf 4-EMBED..4•END DST., • .SEENOTES NML 11?LONG. STAGGERED INTO MASONRTttxxIC. TO MASONRY/HNC. WASHER EKPAN9xW BOLT 21'OIC yEDGE DST WINDOW BUG -HARDENED WIL V'OO WWGOWIDOORI FASTENED 9&-TAL STRAP TO CONTACT THIS ENGINEER FOR SPACING iRPT9EEWTEB N.ILI 12"LONG, STAGGERED INTOMA40NRYICONC. MA9CNRYICONC. REQUIREMENTS EXT. SWWGDOpi B11G 2xP'EEENOTES (2)Y .. NO WASHER TAPCG- FASTIER 1CO/C 112' EMBED, a ENO. GST., 11? EDGE qST. NIX4 BEARING WOW WALL TO WNC.9lA0 1/T EJ(PAN9xW R1• 4'FAIBED. f ENO WASHER BOLT GET., 9' EDGE DST. 2'Pr HEEL"'. E 0.198'PAF n21lB" S•OIC 1"END DST., 11/C PT TO STEEL OCL., SEE NOTE S W/WASHER STAGGERED EDGE DST, I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 1h. 0003325 a 3 W yh C S 8U8DIV. & LOT: ABBOTT PARK LOT #11 BLK. #8 PROJECT# 04181.000-11081 MODEL: 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: R DETAILS 160 MPH EXP. C i . s I